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Home My WebLink AboutProduct review affTABLE R301.2(1) Cl WIATIC ANn 4Fr1GRAPHIC nFSIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT ^ FLOOD HAZARDS' AIR FREEZING INDEX MEAN ANNUAL TEMPI Speed" Top graphic Weathennga Frost line° Termite` LOAD (�) effects, (NA) CATEGORY depth TEMPe REQUIRED NIA See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A WA Heavy For SI: 1 pound per square foot = 0.0479 kips, 1 mile per hour = 0A47 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)). The grade of masonry units shall be determined from ASTMC 34.C55.C62, C 73, C 90, C 129, C 145. C 216 or C 652. b. Reserved. C. Termite infestation per Figure R301.2(6) is "very heavy" d, Wind speed shall be from the basic wind speed map [Figure R301.2(4)1. Wind exposure category shall be determined on a -site -specific basis in accordance with Section R301.2.1.4. e. The cutdone design dry-bulb temperature shall be selected from the columns of 971/2-pemcnt values for winder from Appendix D of the Florida Building Code. Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official - f. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the data of the junsdicfion's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having junsdichon, as amended. h. Reserved. I. Reserved. j. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SO. FT. VENTILATION AREA REQUIRED = 2,179.6 SO. FT. / 150 (F.B.C. R006.2) = 14.53 SO. FT. PARAMETERS: " LINEAR FEET OF 16' WIDE SOFFIT = 137.0', 12" WIDE SOFFIT = 45A- 8" WIDE SOFFIT = 54.8' SQUARE FOOTAGE OF SOFFIT - (137.0' X 1.33') + (45.3' X 1.o') + (94.8' X .67') = 270.9 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 270.9 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 S'Q• FT- / 144 SQ. IN. = 22.09 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 22.09 SQ. FT. > VENTILATION REQUIRED = 14.53 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE fi- I r PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 8 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16 TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL15225.5 +40.0 - 40.0 PSF W/ S SMOOTH STAR STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16" TEMPERED O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. REVISION FL153132.6 +/- 40.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8a ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" D.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. 0 GLASS BLOCK 8„ x8„ x4„ MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENTREVISION NOA 15-0916.12 +/- 90.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16' O.C. MAX., JAMBS: 16" D.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" D.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" D.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE #10 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX., JAMBS: 18" O.C. MAX. 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED FL15349.1 +/- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING «>> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT REVISION EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. FL18355.1 PRODUCTS, INC. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION "» ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 500 PSF (MIN) MATERIALS . HURRICANE SHUTTERS ,r n SA SAFETY EDGE TOWN &COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT - ALL ANCHORS ARE 1/4" DIA. TAPCONS (1 1/4" MIN. EMBEDMENT) /�- FL 12856.2 STORM PANELS INDUSTRIES, INC. «» 33 PSF: 16" O.C. SPANS UP TO 5', 9.9' SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP �O §t 'REVISION +/-54.0 PSF (MIN) 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2", 54 p$1- 11.1" O.c. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" HEAD: 1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: (2 ) 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 6" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" 6" FROM 3" & FL15225.5 - 40.0 PSF SMOOTH STAR TAPCONS SPACED CORNERS, 6" FROM MULLION. +40.0 I have reviewed the above product approval information and a/pproved it. Name: M r�VU4�l�-AorX�tN&o9z9 0 1 Signature: Certification Number: 7lY`'&c 3 Date: s /W(l DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 2014 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.7 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.9 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.7 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME - BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 OPEN PARTIALLY ENCLOSED 160 MPH X 17 MRKS AND ALL PROPOSED WORK ARE SUBJECTNlt"'I5 RRECTIONS REQUIRED BY FIELD INSPECTOR! THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE. EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X CONCEALED fAST'cNERS OR ATTACwEtiTS ARE MCTORof rr" ORDiiogou-N Or r= ON ALL MIWUFAOTURES LAW" SHOMINO U FACTORS AND WW COMPLIANCE WITH FBC ENERGY CODE MUSTS REMAIN CN ALL DOORS UNTIL INSPECTIONS ARE APPROVED - aqI� ST. LUCIE OUNTY IIL7LDL\G D1jq REVIEWED FOR REVIEWE BY DATE PLANS R.N137 NfU T BE KEPT ON JOB OR NO P TION WILL BE MADE. r" MAY ? F 111-j' PERMITTi,,G St. Lucie County, FL MASTER PLAN REVISION 2-3-17 vTJ ^�� c) v1 J O ' ^ O C~ C Q, O 0) L0 to rn O W t0 ti H O f� ��X U)MQ ° Q LL N LL J O 00 N Z O Q��U W 1.-7 CD DD UWt1IU Oj� to U O � 2 c� O_ W J W I - PROJECT NO. 15-015-007 DATE DRAWN DRAWN BY 2-3-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 148 SQFT ENTRY 38SQFT TOTAL 2336 SQFT SHEET CVR FILE C